Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 35 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LEI Bin, XIA Hai-lin, YE Kun, YANG Fa-bin, SONG Ming-zhi. Supporting construction technology of long steel casing, percussion and grabbing and rotary drilling bored pile in silt-rock fill layer[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1184-1187.
Citation: LEI Bin, XIA Hai-lin, YE Kun, YANG Fa-bin, SONG Ming-zhi. Supporting construction technology of long steel casing, percussion and grabbing and rotary drilling bored pile in silt-rock fill layer[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1184-1187.
shu

Supporting construction technology of long steel casing, percussion and grabbing and rotary drilling bored pile in silt-rock fill layer

  • 1. Shenzhen Gongkan Geotechnical Engineering Co., Ltd., Shenzhen 518026, China; 2. The Third Construction Engineering Company Ltd. of China Construction Second Engineering Bureau, Shenzhen 518034, China

More Information
  • Received Date: June 14, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • Using the impact holing method in reclamation areas with thick silt-rock fill layer will cause several consequences such as large disturbance in silt, reducing pile hole, large filling coefficient of concrete and so on, and it will badly affect the high-pressure jet grouting water-resisting curtain construction between the piles. Through comprehensive analysis of the geological conditions, the following construction technology is proposed: firstly, using vibratory hammer to put the long steel casing into the upper part silt-rock fill layer, and then using the grab-type drill to grab the rock in the steel casing; secondly, using rotary drilling hole below the steel casing. By means of this kind of supporting construction technology, the stability of hole wall, fast formation of hole, less mud and low cost to implement the green construction are ensured.
    • FullText(HTML)
    • References (1)
  • [1]
    JGJ 94—2008建筑桩基技术规范[S]. 北京: 中国建筑工程出版社, 2008. (JGJ 94—2008 Technical code for building pile foundations[S]. Beijing: China Architecture and Building Press, 2008. (in Chinese))
    • Related Articles

  • Related Articles

    [1]GAO Deng-hui, ZHAO Kuan-yao, JIN Song-li, XING Yi-chuan, CHU Wen-shu, FAN Ji-fei, ZHU Qiong. Method for calculating negative skin friction of pile foundation in large- thickness self-weight collapsible loess sits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 231-235. DOI: 10.11779/CJGE2022S1041
    [2]ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
    [3]FENG Zhong-ju, HU Hai-bo, DONG Yun-xiu, FENG Kai, LI Shao-jie, HE Jing-bin, ZHAO Ya-wan. Indoor simulation tests on reducing negative skin friction of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 45-48. DOI: 10.11779/CJGE2019S2012
    [4]MA Tian-zhong, ZHU Yan-peng, REN Yong-zhong, LING Yong-qiang. Bearing capacity and displacement characteristics of long-short composite piles in loess areas[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 259-265. DOI: 10.11779/CJGE2018S1042
    [5]LIU Zi-sheng. Field tests on negative skin friction of steel pipe piles in high backfilling soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 337-342. DOI: 10.11779/CJGE201502018
    [6]ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, ZHOU Zong-qing. Bearing behaviors of super-long single pile in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1066-1070.
    [7]LI Jing-pei, WANG Kun. Influence of extra-deep pile groups on existing neighboring tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 128-134.
    [8]WANG Dong-dong, SUN Jun. Long-term settlement of pile foundation of bridges based on generalized shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 47-53.
    [9]JIANG Liangwei, HUANG Runqiu. Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1112-1117.
    [10]ZHAO Minghua, ZHANG Ling, YANG Minghui. Settlement calculation of the long-short-pile composite foundation with shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 994-998.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (297) PDF downloads (449) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return